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Col 1i Col 2i Col 17i Col 18i Col 19i Coll 201 Col 21 i Col 22i Col 23i Col 24i Col 251 Col 26i C01271 Cot 281 Col 29i Small strain Undrained Undralned Soil Behavior Type Normalized Cone Estimated Relative Friction Young's shear I shear strength, strength ratio, Over consolidation Depth Depth (normalized)SBT„ SBTn Index,I. resistance,Qt„ permeability,ksBT SPT N60 SPT(NI)OO Density,Dr Angle,9' modulus,E. modulus,Go s„ s�a'v ratio,OCR m ft ft/sec blows/ft (blows/ft) % (degrees) is is 16.550 54.298 4 2.65 27.32 3.00E-8 15.5 10.0 3112 3.94 1.53 6.9 16.750 54.954 4 2.78 20.24 3.00E-8 13.2 8.4 2438 3.04 1.17 5.3 16.950 55.610 3 2.87 16.09 1.00E-9 11.5 7.3 2027 2.49 0.95 4.3 17.150 56.266 4 2.77 22.35 3.00E-8 14.5 9.2 2702 3.39 1.29 5.8 17.350 56.923 4 2.75 25.38 3.00E-8 16.4 10.3 3047 3.84 1.45 6.5 17.550 57.579 4 2.78 22.37 3.00E-8 14.8 9.3 2742 3.44 1.29 5.8 17.750 58.235 4 2.76 24.63 3.00E-8 16.3 10.2 3006 3.79 1.41 6.3 17.950 1 58.891 4 2.78 21.47 3.00E-8 1 14.4 9.0 2671 3.34 1.24 5.6 18.150 59.547 4 2.75 22.13 3.00E-8 14.5 9.0 2741 3.43 1.26 5.7 18.350 60.203 5 2.47 46.26 3.00E-6 23.8 14.8 36 35 412 1203 18.550 60.860 6 1.54 233.33 3.00E-4 66.9 41.4 82 42 1608 1898 18.750 61.516 6 1.91 127.99 3.00E-4 45.6 28.2 60 40 962 1603 18.950 62.172 6 1.88 157.91 3.00E-4 55.3 34.0 67 41 1179 1720 19.150 62.828 6 1.55 214.82 3.00E-4 62.7 38.4 78 42 1498 1868 19.350 63.484 6 1.60 203.65 3.00E-4 60.8 37.1 76 42 1427 1842 19.550 64.140 6 1.72 165.28 3.00E-4 52.9 32.2 69 41 1193 1740 19.750 64.797 6 1.74 141.45 3.00E-4 46.3 28.0 64 40 1035 1663 19.950 65.453 5 2.35 63.88 3.00E-6 32.3 19.5 43 36 570 1366 20.150 66.109 3 2.76 41.09 1.00E-9 29.3 17.6 5275 6.78 2.32 10.4 20.350 66.765 3 2.74 39.56 1.00E-9 27.9 16.7 5089 6.53 2.22 10.0 20.550 67.421 4 2.72 40.70 3.00E-8 28.3 16.9 5225 6.71 2.26 10.2 20.750 68.077 4 2.64 40.77 3.00E-8 26.8 16.0 5144 6.59 2.21 9.9 20.950 68.734 4 2.69 43.19 3.00E-8 29.7 17.6 5547 7.13 2.37 10.7 21.150 69.390 3 2.81 34.11 1.00E-9 26.4 15.6 4621 5.89 1.95 8.8 21.350 70.046 5 2.38 51.04 3.00E-6 27.6 16.3 38 35 480 1312 21.550 1 70.702 4 2.50 59.14 3.00E-8 34.9 20.5 7203 9.33 3.04 13.7 21.750 71.358 3 2.70 50.84 1.00E-9 35.5 20.8 6672 8.62 2.79 12.6 21.950 72.014 3 2.90 24.95 1.00E-9 21.2 12.4 3609 4.53 1.46 6.6 22.150 72.671 3 2.95 20.16 1.00E-9 18.2 10.6 3022 3.75 1.20 5.4 22.350 73.327 3 2.89 26.10 1.00E-9 22.5 13.0 3805 4.79 1.52 6.8 22.550 73.983 3 2.93 20.92 1.00E-9 19.0 11.0 3155 3.92 1.23 5.5 22.750 74.639 3 3.00 17.20 1.00E-9 16.8 9.6 2699 3.31 1.04 4.7 22.950 75.295 3 2.91 20.97 1.00E-9 19.0 10.9 3170 3.93 1.22 5.5. 23.150 75.951 4 2.61 36.18 3.00E-8 24.9 14.3 4852 6.17 1.91 8.6 23.350 76.608 5 2.37 53.63 3.00E-6 30.1 17.2 39 35 526 1381 23.550 77.264 4 2.58 47.60 3.00E-8 31.9 18.1 6304 8.10 2.48 11.2 23.750 77.920 3 2.94 24.46 1.00E-9 23.2 13.2 3780 4.74 1.44 6.5 23.950 78.576 3 2.99 16.40 1.00E-9 16.5 9.4 2664 3.24 0.98 4.4 24.150 79.232 3 2.90 17.05 1.00E-9 15.3 8.6 2694 3.28 0.99 4.4 24.350 79.888 4 2.82 19.21 3.00E-8 15.8 8.9 2946 3.62 1.08 4.9 24.550 80.545 4 2.66 33.34 3.00E-8 23.6 13.2 4704 5.96 1.77 8.0 24.750 81.201 4 2.66 38.15 3.00E-8 27.6 15.5 5384 6.86 2.03 9.2 24.950 81.857 4 2.65 36.91 3.00E-8 26.7 14.9 5219 6.64 1.96 8.8 25.150 82.513 3 2.89 21.58 1.00E-9 20.2 11.2 3416 4.23 1.24 5.6 25.350 83.169 3 2.89 18.83 1.00E-9 17.9 9.9 3028 3.71 1.08 4.9 25.550 83.825 3 2.90 19.20 1.00E-9 18.5 10.2 3110 3.82 1.11 5.0 25.750 84.482 3 2.84 23.06 1.00E-9 20.4 11.3 3621 4.50 1.30 5.9 25.950 85.138 4 2.70 36.28 3.00E-8 28.0 15.5 5328 6.77 1.95 8.8 26.150 85.794 3 2.77 34.87 1.00E-9 29.3 16.1 5290 6.72 1.92 8.6 26.350 86.450 4 2.70 37.46 3.00E-8 29.2 16.0 5537 7.05 2.00 9.0 26.550 87.106 4 2.62 45.38 3.00E-8 32.9 18.0 6502 8.33 2.36 10.6 1/7/2009 9:42 AM 9-291cpt-02[INTERPRETATIONS] Page 6 of 8